tower - 3d model builder 6.0 - c__documents and settings_josifovi_desktop_branko_new folder_new...

#.Sadrzaj

Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rsRegistered to Branko Josifov

#.Ulazni podaci

#.Ulazni podaci - Konstrukcija 2

#.Ulazni podaci - Opterecenje 5 #.Rezultati

#.Modalna analiza 6

#.Seizmicki proracun 9

#.Staticki proracun 10

#.Dimenzionisanje (beton) 26

#.Ulazni podaci - Konstrukcija


#.Sema nivoaИме z [m] h [m]

21.60 3.6018.00 3.6014.40 3.6010.80 3.60

Име z [m] h [m]7.20 3.603.60 3.600.00


.Izometrija


#.H_2

#.H_3

#.H_4

#.H_5

#.H_6

#.H_8

#.V

_4

#.V

_2

#.H_9

#.V

_5

#.H_7

#.V

_3

#.H_1

#.V

_1

#.Dispozicija ramova

#.Ulazni podaci - Opterecenje


#.Lista slucajeva opterecenjaNo Име pX [kN] pY [kN] pZ [kN]1 Sopstvena (g) 0.00 0.00 -23177.252 Dopolnitelen tovar 0.00 0.00 -8525.003 Korisen tovar 0.00 0.00 -5500.004 sneg 0.00 0.00 -412.505 Veter X 697.95 0.00 0.006 Veter Y 0.00 359.37 0.007 -Veter X -683.10 0.00 0.008 -Veter Y 0.00 -375.71 0.009 Sy 0.00 3433.74 0.00

10 Sx 3433.74 0.00 0.0011 Комб.: 1.6xI+ 1256.31 0.00 -61366.10

+1.6xII+1.8xIII+1.8xIV+1.8xV12 Комб.: I+II+III+IV 0.00 0.00 -37614.7513 Комб.: 1.6xI+ 0.00 646.87 -61366.10

No Име pX [kN] pY [kN] pZ [kN]+1.6xII+1.8xIII+1.8xIV+1.8xVI

14 Комб.: 1.6xI+1.6xII+1.8xIII+ -1229.58 0.00 -61366.10+1.8xIV+1.8xVII

15 Комб.: 1.6xI+1.6xII+1.8xIII+ 0.00 -676.27 -61366.10+1.8xIV+1.8xVIII

16 Комб.: 1.3xI+1.3xII+0.65xIII+ 0.00 4463.86 -45056.05+0.65xIV+1.3xIX

17 Комб.: 1.3xI+1.3xII+0.65xIII+ -0.00 -4463.86 -45056.05+0.65xIV-1.3xIX

18 Комб.: 1.3xI+1.3xII+0.65xIII+ 4463.86 0.00 -45056.05+0.65xIV+1.3xX

19 Комб.: 1.3xI+1.3xII+0.65xIII+ -4463.86 0.00 -45056.05+0.65xIV-1.3xX

#.Modalna analiza


#.Napredne opcije seizmickog proracuna:

#.Mase grupisane u nivoima izabranih tavanica#.Multiplikator krutosti oslonaca: 1000.000

#.Faktori opterecenja za proracun masaNo Име Коефициент1 Sopstvena (g) 1.002 Dopolnitelen tovar 1.003 Korisen tovar 0.504 sneg 0.50

No Име Коефициент5 Veter X 0.006 Veter Y 0.007 -Veter X 0.008 -Veter Y 0.00

#.Raspored masa po visini objekta#.Nivo Z [m] X [m] Y [m] #.Masa [T] T/m2

21.60 7.71 22.88 386.10 0.7018.00 7.70 22.85 604.87 1.1014.40 7.70 22.85 611.30 1.1110.80 7.70 22.85 617.74 1.127.20 7.71 22.85 624.93 1.143.60 7.71 22.85 632.12 1.150.00 7.64 22.21 57.13

#.Ukupno: 11.74 7.70 22.84 3534.18

#.Polozaj centara krutosti po visini objekta#.Nivo Z [m] X [m] Y [m]

21.60 5.55 20.0418.00 5.55 20.0414.40 5.56 20.0510.80 5.57 20.06

#.Nivo Z [m] X [m] Y [m]7.20 5.59 20.073.60 5.60 20.080.00 5.60 20.08

#.Ekscentricitet po visini objekta#.Nivo Z [m] eox [m] eoy [m]

21.60 2.17 2.8418.00 2.15 2.8214.40 2.14 2.8010.80 2.13 2.79

#.Nivo Z [m] eox [m] eoy [m]7.20 2.12 2.783.60 2.11 2.760.00 2.04 2.12

#.Periodi oscilovanja konstrukcijeNo T [s] f [Hz]1 0.5388 1.85612 0.5233 1.91103 0.3548 2.8181


.Forma oscilovanja: 1/3 [T=0.5388.sec / f=1.86Hz] .Izometrija (.Ram: .H_9)


.Forma oscilovanja: 2/3 [T=0.5233.sec / f=1.91Hz] .Izometrija (.Ram: .H_9)

#.Seizmicki proracun


#.Seizmicki proracun: #.JUS (Ekvivalentno staticko opterecenje)

#.Kategorija tla: II#.Seizmicka zona: IX (Ks = 0.100)#.Kategorija objekta: II#.Vrsta konstrukcije: 1#.Kota ukljestenja: Zd = 0.00 m#.Mase grupisane u nivoima izabranih tavanica#.Multiplikator krutosti oslonaca: 1000.000

#.Ugao dejstva zemljotresa:Име T [sec] α [°]

Sy 0.539 90.00Sx 0.523 0.00

#.Raspored seizmickih sila po visini objekta (Sy)#.Nivo Z [m] S [kN]

21.60 688.5918.00 901.3514.40 728.6410.80 552.327.20 372.373.60 188.390.00 2.08

Σ= 3433.7

#.Raspored seizmickih sila po visini objekta (Sx)#.Nivo Z [m] S [kN]

21.60 688.5918.00 901.3514.40 728.6410.80 552.327.20 372.373.60 188.390.00 2.08

Σ= 3433.7

#.Raspored masa po visini objekta#.Nivo Z [m] X [m] Y [m] #.Masa [T] T/m2

21.60 7.71 22.88 386.10 0.7018.00 7.70 22.85 604.87 1.1014.40 7.70 22.85 611.30 1.1110.80 7.70 22.85 617.74 1.127.20 7.71 22.85 624.93 1.143.60 7.71 22.85 632.12 1.150.00 7.64 22.21 57.13

#.Ukupno: 11.74 7.70 22.84 3534.18

#.Staticki proracun


#.Presecne sile u plocama - #.Ekstremne vrednosti - #.Opterecenje: 1-19

#.Oznaka #.LC #.Mx [kNm/m] #.My [kNm/m]7173 14 |-31.335| -4.4077015 14 |-30.733| -4.34810532 11 |-30.725| -4.2987331 14 |-30.702| -4.3426051 14 |-30.468| -4.2227173 13 |-30.294| -4.2207173 15 |-30.187| -4.20010379 11 |-30.114| -4.23810685 11 |-30.090| -4.2329448 11 |-29.923| -4.124

#.Oznaka #.LC #.Mx [kNm/m] #.My [kNm/m]15248 16 5.310 |30.760|2950 15 -4.112 |-30.641|2809 15 -4.150 |-30.630|7518 14 5.393 |30.432|2950 14 -4.002 |-30.092|9032 14 5.231 |30.006|2809 14 -4.018 |-29.932|14292 13 -4.132 |-29.914|14386 13 -4.131 |-29.905|7518 13 5.311 |29.867|

#.Deformacija ploca L.K.S. - #.Ekstremne vrednosti - #.Opterecenje: 1-19

#.Oznaka #.LC #.u3 [mm]15248 17 |18.475|15200 17 |18.424|15148 17 |18.375|4754 17 |18.365|

#.Oznaka #.LC #.u3 [mm]15092 17 |18.326|4602 17 |18.324|4451 17 |18.282|15032 17 |18.277|

#.Oznaka #.LC #.u3 [mm]4301 17 |18.239|14968 17 |18.228|

#.Deformacija ploca GLO - #.Ekstremne vrednosti - #.Opterecenje: 1-19

#.Oznaka #.LC #.Zp [mm]12557 11 |-7.764|12557 15 |-7.761|12557 13 |-7.754|12557 14 |-7.751|

#.Oznaka #.LC #.Zp [mm]12691 14 |-7.734|12691 15 |-7.730|12691 13 |-7.727|12691 11 |-7.723|

#.Oznaka #.LC #.Zp [mm]12690 15 |-7.664|12690 11 |-7.660|

#.Presecne sile u gredama - #.Ekstremne vrednosti - #.Opterecenje: 1-19#.Oznaka #.LC x [m] #.N1 [kN] #.T2 [kN] #.M2 [kNm] #.M3 [kNm]

(12469 - 10380) 18 7.200 |-3408.2| -190.59 15.649 123.60(10899 - 8720) 19 7.200 |-3405.8| 190.32 14.658 -123.47(6494 - 4259) 17 7.200 |-3330.5| -10.702 -121.47 12.588(8048 - 5786) 16 7.200 |-3303.9| -11.832 120.71 16.386(4605 - 2522) 16 7.200 |-3212.3| 11.606 116.60 -15.388(3143 - 1387) 17 7.200 |-3183.3| 12.808 -115.73 -19.277(387 - 13) 19 7.200 |-2874.1| 152.05 -15.210 -99.359(1959 - 675) 11 7.200 |-2755.2| -7.205 -1.032 17.543(1959 - 675) 13 7.200 |-2754.8| -0.091 7.233 -0.063(1959 - 675) 15 7.200 |-2753.8| 1.573 -9.190 -4.118(12469 - 10380) 18 7.200 -3408.2 |-190.59| 15.649 123.60(10899 - 8720) 19 7.200 -3405.8 |190.32| 14.658 -123.47(387 - 13) 19 7.200 -2874.1 |152.05| -15.210 -99.359(1084 - 224) 18 7.200 -2677.2 |-149.60| -12.437 96.542(10899 - 8720) 18 7.200 2402.8 |-149.53| 18.740 103.77(12469 - 10380) 19 7.200 2402.3 |149.46| 16.704 -103.69(12469 - 10380) 10 7.200 -2234.8 |-130.79| -0.406 87.420(10899 - 8720) 10 7.200 2234.1 |-130.71| 1.570 87.402(1084 - 224) 19 7.200 2074.8 |118.25| -4.631 -82.783(728 - 3046) 14 0.000 7.702 |-115.58| -0.141 -120.08(6494 - 4259) 17 7.200 -3330.5 -10.702 |-121.47| 12.588(8048 - 5786) 16 7.200 -3303.9 -11.832 |120.71| 16.386(4605 - 2522) 16 7.200 -3212.3 11.606 |116.60| -15.388(11703 - 9547) 17 0.000 -634.11 -16.332 |116.22| -30.356(3143 - 1387) 17 7.200 -3183.3 12.808 |-115.73| -19.277(13594 - 11703) 17 0.000 -141.52 -16.070 |112.89| -29.152(11703 - 9547) 17 3.600 -657.80 -16.332 |-110.77| 28.440(8048 - 5786) 17 7.200 2303.0 -14.602 |-101.54| 17.794(13186 - 11216) 17 0.000 -552.25 -0.704 |100.89| -1.343(6494 - 4259) 16 7.200 2273.1 -15.749 |100.78| 21.410(2648 - 11703) 17 25.000 -110.52 -69.072 -1.984 |-124.53|(3666 - 12696) 17 25.000 -147.97 -68.290 -2.152 |-123.75|(12469 - 10380) 18 7.200 -3408.2 -190.59 15.649 |123.60|(10899 - 8720) 19 7.200 -3405.8 190.32 14.658 |-123.47|(8803 - 14626) 19 0.000 2.085 -101.40 0.435 |-122.41|(9874 - 15127) 19 0.000 -7.307 -100.99 0.492 |-121.34|(10635 - 7281) 19 11.000 -2.400 99.273 -0.305 |-120.25|(728 - 3046) 14 0.000 7.702 -115.58 -0.141 |-120.08|(8803 - 14626) 18 22.000 5.247 99.534 0.000 |-120.05|(4507 - 1538) 14 11.000 6.385 115.18 0.085 |-119.45|

#.Deformacija greda L.K.S. - #.Ekstremne vrednosti - #.Opterecenje: 1-19

#.Oznaka #.LC x [m] #.u2 [mm](13333 - 11388) 18 0.000 |17.838|(15248 - 14168) 18 0.000 |17.831|(14504 - 12916) 18 0.000 |17.823|(14504 - 12916) 19 0.000 |-17.819|(13333 - 11388) 19 0.000 |-17.812|(15590 - 15058) 18 0.000 |17.810|(15677 - 15521) 18 0.000 |17.797|(15677 - 15521) 19 0.000 |-17.792|(15248 - 14168) 19 0.000 |-17.788|(15590 - 15058) 19 0.000 |-17.787|

#.Deformacija greda GLO - #.Ekstremne vrednosti - #.Opterecenje: 1-19

#.Oznaka #.LC x [m] #.Zp [mm](10966 - 15445) 11 13.833 |-6.451|(10966 - 15445) 15 13.833 |-6.436|(10966 - 15445) 13 13.833 |-6.424|(10966 - 15445) 14 13.833 |-6.410|(12696 - 9454) 13 2.833 |-6.279|(12696 - 9454) 11 3.000 |-6.273|(12696 - 9454) 14 2.833 |-6.262|(12696 - 9454) 15 3.000 |-6.251|(6726 - 3357) 11 3.000 |-6.179|


#.Deformacija greda GLO - #.Ekstremne vrednosti - #.Opterecenje: 1-19

#.Oznaka #.LC x [m] #.Zp [mm](6726 - 3357) 13 3.000 |-6.178|

#.Uticaji u linijskim osloncima - #.Ekstremne vrednosti - #.Opterecenje: 1-19#.Oznaka #.LC .σ,tla [kN/m2] .s,tla [m]

(1387-2522) 14 |538.68| 0.000(4259-5786) 11 |537.68| 0.000(1387-2522) 13 |533.62| 0.000(1387-2522) 15 |533.25| 0.000(4259-5786) 15 |532.68| 0.000(4259-5786) 13 |532.11| 0.000(1387-2522) 11 |528.01| 0.000(4259-5786) 14 |527.14| 0.000(8720-10380) 13 |519.76| 0.000(8720-10380) 11 |515.96| 0.000

#.Uticaji u tackastim osloncima - #.Ekstremne vrednosti - #.Opterecenje: 1-19#.Oznaka #.LC #.R1 [kN] #.R2 [kN] #.R3 [kN] #.M1 [kNm] #.M2 [kNm] #.M3 [kNm]

675 11 -7.205 0.530 |2755.2| -1.032 -17.543 0.254675 13 -0.091 -2.707 |2754.8| 7.233 0.063 0.040675 15 1.573 3.695 |2753.8| -9.190 4.118 0.053675 14 8.510 0.444 |2753.4| -0.822 21.293 -0.15210533 14 7.170 2.233 |2750.3| -5.365 16.653 0.42910533 15 0.914 5.484 |2750.1| -13.511 0.736 0.37410533 13 1.183 -5.017 |2749.7| 11.935 1.674 -0.13710533 11 -5.162 -2.117 |2749.4| 4.592 -14.506 -0.1991488 15 1.507 3.546 |2743.3| -8.864 3.848 0.0711488 11 -7.964 0.379 |2741.4| -0.738 -19.260 0.133

#.Deformacija cvorova: #.max. |#.Zp|#.Cvor #.LC #.Xp [mm] #.Yp [mm] #.Zp [mm]12557 11 2.576 -0.013 -7.76412557 15 -0.019 -1.738 -7.76112557 13 -0.346 1.545 -7.75412557 14 -2.871 -0.105 -7.75112691 14 -2.871 -0.129 -7.734

#.Cvor #.LC #.Xp [mm] #.Yp [mm] #.Zp [mm]12691 15 -0.019 -1.763 -7.73012691 13 -0.346 1.543 -7.72712691 11 2.576 -0.016 -7.72312690 15 0.007 -1.739 -7.66412690 11 2.577 -0.012 -7.660

#.Deformacija cvorova: #.max. |#.Xp|#.Cvor #.LC #.Xp [mm] #.Yp [mm] #.Zp [mm]13802 18 17.841 0.277 -0.56913911 18 17.841 0.243 -0.16213690 18 17.841 0.309 -0.84314017 18 17.841 0.209 0.34113574 18 17.840 0.341 -0.963

#.Cvor #.LC #.Xp [mm] #.Yp [mm] #.Zp [mm]14120 18 17.839 0.174 0.89113455 18 17.839 0.371 -0.92213333 18 17.838 0.399 -0.71915032 18 17.837 -0.197 -1.45914968 18 17.837 -0.164 -0.970

#.Deformacija cvorova: #.max. |#.Yp|#.Cvor #.LC #.Xp [mm] #.Yp [mm] #.Zp [mm]15677 17 1.247 -19.557 -0.87015674 17 1.154 -19.557 -1.64215671 17 1.105 -19.557 -1.90915676 17 1.201 -19.557 -1.28615667 17 1.056 -19.557 -2.072

#.Cvor #.LC #.Xp [mm] #.Yp [mm] #.Zp [mm]15662 17 1.007 -19.557 -2.12915656 17 0.957 -19.556 -2.09515649 17 0.907 -19.556 -2.00015640 17 0.856 -19.555 -1.89015629 17 0.805 -19.554 -1.827


2.84

2.72

-7.90

2.94

-7.51

2.81

-7.37

3.12

3.22

-7.44

3.21

3.31

-7.55

3.23

-7.33

3.31

2.52

2.492.68

2.64-7.56

-6.88

3.35

2.40

-7.42

3.16

-8.42

3.22

-7.02

2.68

-8.43

-8.19

2.52

3.12

-7.90

2.65

-8.05

-6.81

-7.47

3.21

-8.45

-7.00

2.682.66

2.732.31

-8.34

2.67

3.24

-7.11-8.352.71

3.36

2.532.52

2.30

-7.08

-7.11

3.21

3.22

-7.34

#.Mx [kNm/m]

-8.45

-6.76

-5.07

-3.38

-1.69

0.00

1.68

3.36

.Opt. 1: Sopstvena (g)

.Uticaji u ploci: max .Mx= 3.36 / min .Mx= -8.45 kNm/m .Nivo: [3.60 m]

2.81

-6.35

2.23

1.97

2.13

-7.35

2.95

-6.25

2.94

2.52

-6.68

2.71

2.64

3.07

2.872.63

-6.74

-6.90

2.12

3.07

1.96

2.24

1.92

-6.55

3.10

2.11

2.70

-7.57

-6.34

2.71

-7.57

-7.30

-7.35

-7.25

2.13

2.63

-6.68

-7.73

1.96

-7.53

2.68

-7.38

3.11

2.09

1.99

2.14

1.992.71

2.63

#.My [kNm/m]

-7.73

-6.18

-4.64

-3.09

-1.55

0.00

1.55

3.11

.Opt. 1: Sopstvena (g)

.Uticaji u ploci: max .My= 3.11 / min .My= -7.73 kNm/m .Nivo: [3.60 m]


11.17

11.21

10.28

11.69

10.97 11.68

11.78

10.2110.28

10.69

10.17

11.79

10.27

#.My [kNm/m]

0.00

1.69

3.37

5.06

6.74

8.43

10.11

11.80

.Opt. 20: [.Anv] 11,13-19

.Uticaji u ploci: max .My= 11.79 / min .My= 0.00 kNm/m .Nivo: [3.60 m]

11.71

10.99

12.13

12.08

12.40

12.14 12.39

12.54

11.8912.11

12.09

11.73

12.18

12.57

12.10

12.11

#.Mx [kNm/m]

0.00

1.80

3.59

5.39

7.18

8.98

10.77

12.57

.Opt. 20: [.Anv] 11,13-19

.Uticaji u ploci: max .Mx= 12.57 / min .Mx= 0.00 kNm/m .Nivo: [3.60 m]


6.6

06.2

8

5.8

66.0

8

#.M

x [

kN

m/m

]

0.0

0

0.9

4

1.8

9

2.8

3

3.7

7

4.7

1

5.6

6

6.6

0

.Opt. 20: [.Anv] 11,13-19

.Uticaji u ploci: max .Mx= 6.60 / min .Mx= 0.00 kNm/m .Ram: .V_1

#.M

y [

kN

m/m

]

0.0

0

4.3

5

8.7

0

13.0

5

17.3

9

21.7

4

26.0

9

30.4

4

.Opt. 20: [.Anv] 11,13-19

.Uticaji u ploci: max .My= 30.43 / min .My= 0.00 kNm/m .Ram: .V_1


60.5

0

100.9

5

69.4

5

101.1

8

69.6

4

80.7

1

55.6

9

81.3

8

56.0

8

101.9

4

70.3

9

101.8

2

69.6

9

101.9

7

69.2

3

79.6

2

104.4

8

84.1

4

102.2

1

83.7

0

82.6

3

67.5

9

83.6

2

68.2

9

103.5

3

84.6

0

104.5

4

84.9

8

104.5

8

84.9

5

88.6

3

61.6

1

101.1

0

84.5

7

95.4

2

84.7

4

78.6

7

68.3

4

79.8

6

67.9

1

94.4

7

84.9

4

96.4

6

84.2

0

99.3

8

83.5

7

83.8

5

57.3

9

73.7

1

55.9

0

36.3

9

31.19

10.28

31.26

42.51

8.32

43.74 46.20

42.52

1.97

43.70

21.29

18.16

33.59

0.40 0.42

0.41

34.57

17.47

21.53

28.97

25.22

26.12

12.21

26.08

25.32

25.11

28.99

-72.9

6

-66.2

9

-103.9

4

-78.3

3

-102.8

3

-79.7

9

-82.9

9

-74.2

5

-82.4

3

-73.6

6

-102.1

1

-78.2

5

-102.5

8

-74.9

5

-103.9

9

-70.8

9

-76.4

0

-65.2

2

-100.1

0

-85.7

2

-97.4

8

-84.4

7

-77.0

1

-68.2

2

-76.9

2

-67.5

6

-97.1

8

-83.5

0

-98.2

2

-82.6

9

-98.5

9

-82.5

8

-72.4

2

-88.0

8

-78.1

6

-87.9

9

-77.4

5

-70.6

1

-61.2

5

-71.4

6

-60.7

3

-89.0

7

-77.3

2

-90.9

1

-77.6

0

-91.1

2

-77.3

1

-69.1

5

-71.4

2

-60.0

5

-67.9

5

-56.1

7

-75.09

-68.26

-84.67

-97.27

-84.17

-68.92

-69.54

-75.31

-81.91

-73.44

-93.34

-111.87

-92.44

-74.16

-73.64

-81.58

-81.60

-72.67

-93.17

-116.76

-92.07

-73.53

-72.31

-81.07

-77.83

-69.32

-89.07

-115.91

-87.62

-69.45

-68.13

-76.27

-48.88

-44.91

-63.02

-93.97

-61.65

-45.61

-43.79

-46.82

-63.95

-61.29

-69.63

-75.08

-69.48

-59.87

-62.42

-64.51

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .M3= 104.58 / min .M3= -116.76 kNm .Ram: .V_1


50.83

49.83

86.55

76.16

57.46

49.85

62.01

56.27

65.14

64.56

102.44

78.07

66.24

67.57

63.54

56.66

97.34

84.22

29.0

9

30.6

1

30.9

8

31.2

4

22.1

2

28.9

5

-63.25

-55.42

-95.90

-82.64

-68.34

-53.24

-64.28

-52.87

-52.72

-39.16

-101.00

-70.15

-54.04

-44.60

-65.13

-51.57

-101.43

-83.25

-81.5

8

-75.0

0

-80.0

6

-87.6

3

-78.6

2

-85.7

6

-87.3

3

-77.0

9

-85.1

9

-80.2

9

-70.3

3

-77.7

0

-47.8

2

-42.8

6

-45.8

2

-69.6

5

-67.4

6

-68.4

6

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .M3= 102.44 / min .M3= -101.43 kNm .Ram: .V_5


1.53

1.32

14.46

53.04

6.93

78.47

12.64

36.93

2.56

39.69

10.06

2.19

2.41

1.72

1.73

24.27

4.63

25.01

83.85

57.39

73.71

55.90

36.39

35.3

2

9.2

0

36.1

5

7.5

7

36.7

3

5.2

0

37.7

0

2.7

7

0.25

0.41

0.41

0.40

2.86

1.98

2.15

6.34

2.80

2.44

3.95

12.84

8.71

9.35

22.84

8.90

12.18

96.54

31.0

1

2.1

5

35.2

2

0.7

9

10.3

7

-99.36

-48.41

-42.14

-38.08

-69.15

-71.42

-60.05

-67.95

-56.17

-86.8

7

-88.0

8

-8.0

8

-96.1

0

-99.1

0

-4.9

0

-97.2

7

-103.1

4

-3.0

1

-95.4

5

-103.9

1

-0.2

2

-3.31

-0.41

-4.82

-2.27

-16.35

-82.78

-64.4

7

-0.0

5

-72.3

3

-73.0

0

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .M3= 96.54 / min .M3= -103.91 kNm .Ram: .H_1


42.74

152.05

35.97

15.77

22.02

42.50

34.40

54.9

3

59.4

3

30.8

5

61.1

0

21.4

9

61.5

8

1.55

7.24

29.52

118.25

47.5

5

1.3

8

3.2

0

1.3

1

53.3

6

-112.27

-79.76

-64.45

-7.28

-3.53

-3.11

-61.7

6

-36.7

0

-65.3

0

-31.2

7

-66.1

8 -

21.7

9

-65.8

6

-17.6

3

-14.35

-41.90

-149.60

-46.7

7

-28.4

3

-60.0

5

-42.4

1

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .T2= 152.05 / min .T2= -149.60 kN .Ram: .H_1

Tower - 3D Model Builder 6.0Radimpex - www.radimpex.rs Registered to Branko Josifov

37.0

7

56.2

9

56.2

3

41.6

0

41.9

0

56.6

8

56.7

8

57.2

1

56.8

3

55.3

3

42.8

5

43.1

6

55.7

5

56.3

2

56.4

4

44.7

3

52.5

5

50.2

4

40.6

2

41.4

7

50.9

9

52.0

5

51.9

8

42.5

0

34.4

0

47.68

47.10

57.95

53.92

45.52

46.04

55.43

50.30

63.77

33.78

58.27

47.98

48.73

58.34

50.05

65.45

22.56

58.41

47.54

48.46

58.16

48.82

64.90

20.64

56.68

45.72

46.58

56.02

34.62

50.22

1.24

41.77

30.29

31.69

36.51

44.05

42.32

49.31

49.31

46.67

41.63

41.83

52.59

-7.1

7

-2.9

2

-2.6

6

-9.1

4

-13.2

1

-7.2

8

-3.5

3

-3.1

1

-55.38

-45.86

-54.24

-58.43

-47.54

-46.41

-48.36

-58.58

-48.77

-58.77

-34.16

-64.32

-49.05

-50.88

-58.50

-48.55

-58.99

-22.98

-66.09

-48.78

-50.60

-56.84

-47.15

-57.35

-20.60

-65.42

-46.90

-48.96

-37.58

-31.42

-42.31

-1.91

-50.70

-32.17

-34.20

-52.55

-41.59

-46.82

-49.62

-42.85

-42.02

-44.65

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .T2= 65.45 / min .T2= -66.09 kN .Ram: .V_1


5.11 7.07

50.4

8

57.7

9

52.7

3

60.5

0

52.3

3

60.3

3

49.2

4

57.0

0

33.1

3

36.4

6

46.5

4

53.0

6

-31.69 -50.06 -34.94

-32.11 -56.25 -32.92

-55.21

-58.4

2

-51.1

1

-61.2

6

-53.5

0

-61.2

1

-53.2

3

-58.0

7

-50.3

3

-37.2

3

-33.9

3

-53.9

6

-47.0

3

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .T2= 60.50 / min .T2= -61.26 kN .Ram: .V_5


2155.1

5

2186.6

9

1.6

0

813.6

0

830.3

7

15.8

0

26.1

3

116.3

3

11.8

0

8.5

5

119.8

2

87.92

109.39 128.95

154.56

80.42

111.46

-858.0

9

-1509.9

3

-1470.3

0

-3212.3

1

-3183.3

4

-1469.5

5

-1504.3

6

-1518.5

5

-544.1

7

-965.5

9

-936.2

3

-1361.1

9

-1337.1

1

-935.0

0

-965.7

5

-972.4

0

-242.2

3

-432.7

1

-416.2

1

-280.9

9

-265.5

7

-414.9

8

-433.0

2

-435.7

4

-247.8

1

-554.5

7

-870.8

6

-92.38 -125.01 -145.92

-156.02

-89.87

-65.82

-74.08

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .N1= 2186.69 / min .N1= -3212.31 kN .Ram: .V_1


1.1

5

1.1

3

6.9

8

1.7

6

1.0

6

7.4

8

1.8

0

0.6

7

0.8

8

9.1

2

-248.29 -433.99 -245.96

-553.34

-863.93 -1519.10 -865.70

-550.01 -969.10

-10.5

0

-4.8

6

-10.5

4

-4.7

9

-18.9

4

-0.5

9

-0.3

2

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .N1= 9.12 / min .N1= -1519.10 kN .Ram: .V_5


6.77

31.23

168.83

2406.51

955.88 956.66

2406.97

90.5

6

75.8

9

63.1

0

99.1

8

4.14

31.45

166.33

11.1

3

81.8

2

10.4

6

116.7

0

10.0

2

-245.96

-863.93

-550.01 -953.58

-1493.20

-426.83 -310.62

-3408.25

-1459.93 -1455.02

-3405.79 -858.09

-544.17

-242.23

-51.5

3

-60.1

8

-42.6

9

-69.7

1

-41.5

9

-78.7

9

-100.7

4

-305.66

-29.6

2

-49.8

6

-1.0

1

-74.4

4

-77.0

3

.Opt. 20: [.Anv] 11,13-19

.Uticaji u gredi: max .N1= 2406.97 / min .N1= -3408.25 kN .Ram: .H_9


13.6

9

13.6

9

13.7

0

13.7

1

2.94

2.94 5.44

8.20

8.21

11.05

11.04

11.05

11.05

13.7

1

1.02

1.02

1.02

.Opt. 10: Sx

.Uticaji u gredi: max .Xp= 13.72 / min .Xp= 0.00 m / 1000 .Ram: .H_9

13.7

1

13.5

7

13.4

1

13.2

0

12.9

5

12.6

4

12.2

8

11.8

8

11.4

6

3.11

5.63

8.34

11.14

1.10

.Opt. 10: Sx

.Uticaji u gredi: max .Xp= 13.71 / min .Xp= 0.00 m / 1000 .Ram: .V_1


13.4

7

13.4

7

13.4

8

13.4

8

13.4

9

13.5

0

13.5

0

13.5

1

13.5

0

2.95

2.95 5.45 8.18

11.00

1.02

1.03

.Opt. 9: Sy

.Uticaji u gredi: max .Yp= 13.51 / min .Yp= 0.00 m / 1000 .Ram: .V_1

14.7

1

14.4

0

14.0

9

13.4

7

3.38 6.18 9.15 12.24

13.7

8

1.19

.Opt. 9: Sy

.Uticaji u gredi: max .Yp= 14.71 / min .Yp= 0.00 m / 1000 .Ram: .H_9

#.Dimenzionisanje (beton)


4.4

8

5.1

0

4.4

9

4.5

7

5.0

7

4.5

6

4.6

0

5.0

1

4.5

8

4.6

0

4.9

2

4.5

6

3.6

1

2.4

7 3

.53

5.6

8

5.0

8

5.7

3

.Merodavno opterecenje: 11,13-19 .@1@PBAB 87, MB 30, RA 400/500

.Armatura u gredama: max .Aa,uz= 5.73 cm2 .Ram: .V_5


2.16

1.55

0.61

2.86

2.34

0.60

2.14

1.57

0.58

0.13 0.19

6.9

6

6.3

7

6.8

5

7.5

0

6.7

1

7.3

6

7.5

2

6.5

0

7.2

5

6.9

1

6.3

4

6.7

0

3.7

5

3.3

3

3.6

3

6.0

6

5.8

4

5.9

7

2.18

1.56

0.61

2.88

2.36

0.60

2.16

1.59

0.58

0.13 0.19

2.5

1

2.8

8

2.7

6

2.8

0

1.7

9

2.3

3


.Armatura u gredama: max .Aa2/Aa1= 7.52 cm2 .Ram: .V_5


-3.57-3.23

-3.52

-4.56

-3.22

-4.00 -3.46

-3.76

-4.71-3.53

-3.63

-3.24

-3.56-4.69

-3.35

-4.57

-4.57

-4.55

-3.51

-3.42

-3.65-4.82-3.61

-3.58

-4.66

-4.64

- 1. 61

- 1. 61

-3.22

- 3 . 2 2

0 . 0 0

0 . 0 0

- 1 . 6 1

- 3 . 2 2-3 .2 2

- 3 . 2 2

- 1. 61

0 . 0 0

0 .0 0

- 1 . 6 1

- 3 . 2 2

- 3 . 22 - 3 . 2 2

- 1 . 6 1

0 . 0 0

0 . 0 0

- 1 . 6 1

- 3 . 2 2

- 3 . 2 2 - 3. 22

- 1 . 6 1

0 . 0 0

0 . 0 0

- 1 . 6 1

- 3 . 22

- 1 . 6 1

0 . 0 0

- 1 . 6 1

- 3 . 2 2

- 1 . 6 1

0. 00

0 .0 0

- 1. 61

- 3 . 2 2- 3 . 2 2

- 3 . 2 2

- 1. 61 -1.61

- 3. 22 - 1. 61

0 .0 0

0 . 0 0

-1.61

- 3 . 2 2- 3 . 2

2 -3 .2 2- 3. 22

-3 .2 2

- 1 . 6 1

0. 00

0. 00

- 1. 61- 1 . 6 1

- 1. 61

- 3. 22

-3.22

- 3. 22 - 3

. 22 - 1

. 61

.Merodavno opterecenje: 11,13-19 .@1@PBAB 87, MB 30, RA 400/500, a=2.00 cm

.Aa - g.zona - .Pravac 2 - max .Aa2,g= -4.82 cm2/m .Nivo: [3.60 m]


-5.18

-4.37

-4.66

-4.37

-4.40

-4.32

-3.78

-4.41

-3.83

-4.33

-5.50

-4.14

-5.50

-5.34

-5.18

-5.23

-3.80

-4.37

-5.51

-4.15

-3.82

-5.44

-4.18-5.46

-4.17

-4.20

-4.31

0.00

0.00

0 .0 0

0.00

- 2.76

- 2. 76 - 2

. 76

-2.76

- 2. 76

- 2. 76

- 2. 76

-2.76

- 2. 76

-2.76

- 2. 76

-2.76

0.00

0.00

-2.76

-2.76

0.00

0.00

- 2. 76

- 2. 76


.Aa - g.zona - .Pravac 1 - max .Aa1,g= -5.51 cm2/m .Nivo: [3.60 m]


1.49

1.30

1.62

2.21

2.22

1.89

2.03

1.98

2.32

2.171.98 2.32

1.29

1.50

1.26

2.34

2.022.03

1.63

2.12

1.97

1.29

2.01

2.34

1.39

1.31

1.312.03

1.98

0.00

1 . 1 7

0 . 0 0

0. 00

1 . 1 7

0. 00

0 . 0 0

1 . 1 7

0 . 0 0

0 . 0 0

1 . 1 7

0 . 0 0

0 . 0 0

1 . 1 7

0 . 0 0

1. 17

0 . 0 0

0 . 0 0

1.17

0 . 0 0

0.00

1 .1 7

0. 00


.Aa - d.zona - .Pravac 2 - max .Aa2,d= 2.34 cm2/m .Nivo: [3.60 m]


1.73

2.10

1.61

2.32

1.86

2.17

2.08

2.41

2.40

2.46

2.41 2.46

1.691.83

1.80

2.49

2.36

1.69

2.40

1.83

1.73

1.95

2.40

2.33

1.831.82

1.861.55

1.82

2.42

1.85

2.49

2.40

2.40

0.00

1.25

0.00

0. 00

0.00

1.25

0.00

0.00

0.00

1.25

0.00

1.25


.Aa - d.zona - .Pravac 1 - max .Aa1,d= 2.49 cm2/m .Nivo: [3.60 m]


16.35

16.65

0.03

0.03

0.42

0.15

0.44

0.11

2.00

1.46

6.96

2.09

7.05

0.49

0.17

0.03

2.86

2.10

0.73

3.01

2.42

0.66

3.02

2.34

0.83

2.32

2.72

2.75

2.29

2.75

2.75

3.11

2.46

0.86

2.76

2.32

0.66

2.92

2.36

0.61

2.69

1.99

0.62

0.27

6.48

5.86

7.05

7.85

1.48

1.52

1.27

1.39

1.52

1.59

1.65

7.46

7.39

6.03

5.96

6.50

7.13

6.30

7.80

8.85

1.39

8.26

8.27

6.57

6.68

7.06

7.01

6.13

7.61

9.30

8.66

8.53

6.41

6.28

6.94

6.81

6.34

7.50

9.06

8.17

8.00

6.23

6.05

6.64

3.87

3.55

4.86

7.15

7.02

4.75

3.47

3.39

3.73

5.63

5.36

5.98

6.24

1.93

1.66

1.38

1.74

1.99

6.09

6.24

5.33

5.43

5.67

16.51

16.81

0.03

0.03

0.43

0.15

0.45

0.11

2.02

1.48 7

.03

2.11

7.12

0.49

0.17

0.03

2.89

2.12

0.73

3.04

2.45

0.67

3.05

2.36

0.83

2.34

2.75

2.77

2.31

2.78

2.78

3.14

2.48

0.87

2.79

2.34

0.66

2.95

2.38

0.62

2.72

2.01

0.63

0.28

3.24

3.42

4.85

0.99

0.96

0.98

1.20

5.16

4.74

0.86

0.91

0.87

5.40

4.66

0.81

5.12

1.79

1.38

3.26

1.54

1.30

1.80

2.26




13.51 6

.17

2.35

2.56

0.47

2.67

7.82

0.03

0.03

18.17

8.12

7.76

7.93

7.58

7.60

7.93

7.73

7.77

8.02

8.95

8.24

8.43

7.97

8.00

8.43

8.20

8.23

8.82

9.01

8.02

8.25

7.80

7.84

8.26

8.02

8.01

8.87

8.92

7.68

7.97

7.40

7.45

8.00

7.75

7.66

8.75

5.25

4.13

4.65

4.34

4.39

4.60

4.54

4.15

5.13

2.37

2.67

2.97

1.05

0.68

0.75

0.39

1.59

1.12

1.05

0.69

0.03

1.14

0.69

1.08

0.66

1.51

0.96

7.00

7.03

7.16

6.94

6.95

7.16

7.01

7.07

6.95

13.64

6.23

2.37

2.59

0.47

2.69

7.90

0.03

0.03

18.34

0.55

3.48

3.37

3.37

3.06

3.34

3.31

3.37

3.50

0.61

3.55

3.41

3.37

3.02

3.34

3.32

3.40

3.57

0.54

0.63

3.56

3.41

3.33

2.96

3.31

3.29

3.40

3.58

0.56

0.63

3.63

3.49

3.35

2.92

3.33

3.31

3.47

3.65

0.56

0.45

2.30

2.11

1.88

1.59

1.88

1.87

2.06

2.30

0.40

2.39

2.70

3.00

1.06

0.69

0.75

0.39

1.60

1.13

1.06

0.70

0.03

1.15

0.70

1.09

0.67

1.53

0.97

3.55

3.37

3.43

3.14

3.38

3.36

3.39

3.58




2.14

1.57

0.58

0.19

0.06

2.94

2.30

0.60

2.41

2.76

2.99

18.23

7.81

7.82

18.17

0.42

0.15

2.86

2.10

0.73

6.75

7.39

7.96

1.68

1.64

1.67

1.28

1.22

1.39

1.59

1.73

1.77

7.84

7.97

7.36

8.21

9.71

1.46

8.64

8.86

7.24

8.07

10.06

8.91

8.74

7.06

8.02

8.97

8.85

8.64

2.37

2.67

2.97

3.93

5.02

7.34

7.00

5.23

5.98

6.30

6.56

2.14

1.91

1.68

1.47

1.64

1.94

2.17

6.75

6.75

2.16

1.59

0.58

0.19

0.06

2.97

2.32

0.60

2.44

2.79

3.02

18.41

7.89

7.90

18.34

0.43

0.15

2.89

2.12

0.73

2.91

1.60

1.65

1.69

2.95

3.75

1.14

1.22

1.29

1.28

4.09

3.70

0.82

0.71

0.70

0.65

0.69

0.78

0.84

0.92

0.90

4.26

4.11

0.69

4.30

2.39

2.70

3.00

2.03

3.15

0.65

3.24

2.69


.Armatura u gredama: max .Aa2/Aa1= 18.41 cm2 .Ram: .H_9

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